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GRAND AVENUE over CSX TRANS/CPR&P&W

Map 

Coordinates:
+40.73063, -73.88623
40°43'50" N, 73°53'10" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:GRAND AVENUE over CSX TRANS/CPR&P&W
Structure number:000000002247440
Location:AT MIDDLE VILLAGE
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:34.8 ft. [10.6 m]
Total length:39.0 ft. [11.9 m]
Roadway width between curbs:49.2 ft. [15.0 m]
Deck width edge-to-edge:84.0 ft. [25.6 m]
Vertical clearance below bridge:18.0 ft. [5.5 m]
Skew angle:18°
Owner:City or Municipal Highway Agency [04]
Year built:1916
Year reconstructed:2003
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: September 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:9,229 [as of 2010]
Truck traffic:7% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Inventory rating:82.8 tons [75.3 metric tons]
Sufficiency rating:93.2
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,846,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201593.2GoodExcellentExcellentGoodFO9229
August 201393.2GoodExcellentExcellentGoodFO9229
September 201193.2GoodExcellentExcellentGood-9200
September 200993.1GoodExcellentExcellentGood-9770
November 200792.9GoodExcellentExcellentGood-10815
August 200593.4GoodExcellentExcellentGoodFO13000
August 200393.4GoodExcellentExcellentGoodFO13000
July 200182.2FairFairFairFair-13000
April 199963.2PoorPoorPoorFairSD13000
June 199782.2FairFairFairFair-13000
August 199562.5PoorPoorPoorPoorSD13000
December 199362.5PoorPoorPoorPoorSD13000
December 199144.1PoorPoorPoorPoorSD13000